HomeMy WebLinkAboutLD23-4660Permit Number: LD23-4660
LD - Utilities/ Excavation - Parallel
Issued: 08/31/2023
Expired: 11/19/2024
Job Address: 27491 Jefferson Ave
Legal Description:
City of Temecula - Land Development Division
41000 Main Street - Temecula, CA 92590
Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033
Phone: (951) 308-6395 Fax: (951) 694-6475
Charter Communications (Dba)
27536 Ynez Rd, Suite F1 & F2
Temecula, CA 92591
(800) 892-4357
Applicant:
Hhs Construction, Llc
2042 S Grove Avenue
Ontario, CA 91761
(909) 393-3322
Contractor:
Utility Work Order Number: 4672453
Description:
Charter 4672453
WORK HOURS SHALL BE SUNDAY – THURSDAY, NO HOLIDAYS, 9:00pm – 5:00am
Location: 27491 Jefferson Ave Temecula CA 92590
Proposed work:
Install two (2) new vaults in dirt/grass behind concrete sidewalk as shown on Charter/Spectrum "EXCAVATION
PLAN JEFFERSON AVE/OVERLAND DR, LD23-4660"
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD23-4660
Permittee shall comply with all applicable Traffic Control General Notes.
Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times.
Concrete repair shall be in accordance with City Standards and the Greenbook.
Trench repair shall be in accordance with City Standard Drawing 407.
Final compaction test results shall be provided by a soils engineer.
Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook.
All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of
Public Works Inspector.
Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work.
Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities*****
Permit Number: LD23-4660
LD - Utilities/ Excavation - Parallel
Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of
project.
Permittee Responsibilities
This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees,
harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any
accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application.
Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407.
3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction
area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and
Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the
City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element
streets.
2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133
A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee
shall contact LDInspections@TemeculaCA.gov to schedule a meeting.
1.
4.
Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance.
Contractor is required to provide protection of the City storm drain system.
5.
Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted.
No work shall be allowed during City-recognized holidays."
6.
THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED
PROVISIONS:
All U.S.A. mark outs shall be removed prior to completion of project.7.
8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of
Liability prior to start of work.
9.Should there be any claim against the City and the property owner with the encroachment being the proximate
cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will
remove and bill the owner.
10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is
understood that this permit is limited to the work described herein and that all work is to be done in compliance
with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible
for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or
replacement of any existing improvement damaged by the doing of the work
I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of
Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether
herein stated or not.
11.
12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of
the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit.
******Contractor and all subcontractors shall be present at the pre-construction
meeting; otherwise, the meeting will be rescheduled to a later date******
Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall
be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13.
Permitee Date
Page 2 of 3
Permit Number: LD23-4660
LD - Utilities/ Excavation - Parallel
City Engineer or Authorized Representative Date
08/31/2023
Page 3 of 3
8/21/23
8/21/23
8/21/23
8/21/23
8/21/23
8/21/23
TOTAL NEW CONDUIT
BORE
ASPHALT TRENCH
CONCRETE TRENCH
DIRT TRENCH (PARKWAY)
REMOVE AND REPLACE CSW
RESURFACING
LF
LF
LF
LF
SQ. FT.
SQ. FT.
QUANTITY OF VAULT(s)
1,327
663
0
0
1
0
0
2
EXCAVATION PLANWORK ZONE VICINITY MAP N.T.S.
N
REV#DATE DESCRIPTION INT
CITY OF TEMECULA
ARMORCAST VAULT (COMPOSITE)
24"x36" POLYMER SPLICE FRAME & COVER
COVER MODEL # A6001975T
FRAME MODEL # A6001974TAPCX18
(NOT TO SCALE)
" ALL COVERS, EQUIPMENT PADS, ETC., THAT ARE
EXPOSED TO FOOT TRAFFIC HAVE A SLIP RESISTANT
SURFACE WITH MINIMUM COEFFICIENT OF FRICTION
OF 0.60 UNDER WET OR DRY CONDITIONS.
VAULT SLIP RESISTANT COVERS MEET THE AMERICAN
WITH DISABILITIES ACT (ADA) SLIP RESISTANCE REQUIREMENTS."
TOTAL EXCAVATION 664 LF
LF
CONSTRUCTION NOTES:
1.BORE UNDER ALL CURBS AND GUTTERS.
2.PLACE VAULT OR PEDESTAL PARALLEL TO CURB.
3.USE SLURRY BACKFILL.
4.ALL CONDUITS SHALL BE SCH-40 UNLESS OTHERWISE
SPECIFIED. ALL SWEEPS TO POLES SHALL BE SCH-80.
5.ALL CHANGES IN SKETCHES AND PERMIT LIMITS MUST
HAVE PRIOR DEPT APPROVAL BY THE CITY'S PUBLIC
WORKS DEPARTMENT/ENGINEERING DIVISION.
6.WHEN CROSSING EXISTING UTILITY LINES THAT ARE
ALSO SAME DEPTH, PLACE NEW CONDUIT
UNDERNEATH EXISTING UTILITIES TO PROVIDE ONE (1)
FOOT MIN. VERTICAL CLEARANCE.
7.RESTORE LANDSCAPING & IRRIGATION.
8. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE.
9. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM
SCORE LINE TO SCORE LINE TO MEET CITY STANDARD.
10. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP
TEMPORARY TRAFFIC CONTROL PER APPROVED TRAFFIC
CONTROL PLAN.
11. ALL PROPOSED FACILITIES SHALL BE PLACED BEHIND CONCRETE
SIDEWALK OR IN GRASS/ DIRT AREA.
SIDEWALKRAILROAD
T TREE
R/R S/W
FOC
R/W
EDGE OF PAVEMENT
CURB FACE
UNDERGROUND
CENTER LINE
CONCRETE
RIGHT OF WAY
FRONT OF CURB
EXISTING
FROM CURB FACE
CL
EOP
CF
U/G
CONC
EX
FCFEOP
C/L
R/W
FOC
SYMBOL/LINETYPE DESCRIPTIONABBRV.
TRAFFIC SIGNAL
HAND HOLE
FIRE HYDRANT
STREET LIGHT
MANHOLE
VALVE
PEDESTAL
UTILITY POLE
SYMBOL/LINETYPE DESCRIPTIONABBRV.
HH
F/H
MH
VLV
PED
SL
TS W
G
SS
SLC
SD
E
T
ELECTRIC
TELEPHONE
GAS
STORM DRAIN
SANITARY SEWER
WATER
OIL / PETROLEUMOIL
STREET LIGHT CONDUIT
SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV.
C&G CURB & GUTTERC&G
VENT
METERM
DRIVEWAYD/W
CURB FACE
GUTTER LIP
POLE
MTR
SIDEWALK DRAIN
POLE ANCHOR
FIBER OPTICFO
CATVTV
EXISTING STRUCTURES MISC.
LE
G
E
N
D
ADA RAMP
BACKFLOW
CONC.SIDEWALKCSW
P PARKING METER
STREET SIGN
BEHIND CURB FACEBCF
VERTICAL GROUND RODVGR
OVERHEADO/H
1. ASSUME SOLE AND COMPLETE RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS
AND PROPERTIES THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS AND CONDITION. THE CONTRACTOR FURTHER AGREES
TO DEFEND , INDEMNIFY AND HOLD CITY OF TEMECULA, REPRESENTATIVES, AND ENGINEERS
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE
PERFORMANCE OF THE WORK ON THIS PROJECT.
2. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION AND THROUGHOUT THE COURSE OF
CONSTRUCTION WORK, THE CONTRACTOR SHALL FULLY COMPLY WITH THE
"CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH" ACT OF 1973 INCLUDING ALL REVISIONS
AND AMENDMENTS THERETO.
3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF GO 95, 128, AND THE STANDARD
"SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", AS ADOPTED BY THE CITY, COUNTY
OR STATE AS MODIFIED BY STANDARD PLANS AND ADDENDUMS.
4. THE EXISTENCE AND LOCATION OF UTILITIES AND OTHER AGENCY FACILITIES AS SHOWN
HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OTHER FACILITIES MAY EXIST,
THE CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION AND SHALL USE
EXTREME CARE AND PROTECTIVE MEASURES TO PREVENT DAMAGE TO THESE FACILITIES.
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY OR AGENCY
FACILITIES WITHIN THE LIMITS OR WORK, WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT.
5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 811, AT LEAST
TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION.
6. THE CONTRACTOR SHALL NOTIFY THE INSPECTION DEPARTMENT AT LDInspections@temeculaca.gov
A MINIMUM OF TWO DAYS BEFORE START OF ANY WORK REQUIRING THEIR INVOLVEMENT.
7. ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE MUTCD AND SPECIFICATIONS FROM THE CITY, COUNTY AND STATE.
8. THE CITY, COUNTY OR STATE SHALL SPECIFY THE EXPIRATION PERIOD OF THE PERMIT FOR
THIS CONSTRUCTION PROJECT.
9. THE MINIMUM COVER FOR ALL CONDUITS PLACED UNDERGROUND SHALL BE 36 INCHES
BELOW GUTTER.
10. THE CONTRACTOR SHALL PUNCH THROUGH & BORE ALL CURB AND GUTTERS AND BORE ALL
CONCRETE DRIVEWAYS AND WALKWAYS AT THE DIRECTION OF THE CITY, COUNTY OR STATE
INSPECTION.
11. ALL ASPHALT CONCRETE AND/OR CONCRETE PAVEMENT SHALL BE REPLACED AT THE
DIRECTION OF THE CITY, COUNTY OR STATE ENGINEERS.
12. ALL SHRUBS, PLANTS OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE
COURSE OF THE WORK, SHALL BE REPLANTED AND OR REPLACED SO AS TO RESTORE THE
WORK SITE TO ITS ORIGINAL CONDITION.
13. IF DAMAGE OCCURS TO THE CITY OR COUNTY FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY: CITY OF TEMECULA, PUBLIC WORKS DEPARTMENT AT TEL. NO. (951) 694-6411
STREET LIGHTING IS ALSO REPORTED TO THE CITY.
14. AT LEAST TWO DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL
NOTIFY THE POLICE DEPARTMENT AND THE FIRE DEPARTMENT.
15. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROCESSING OF ALL APPLICATION
PERMIT FORMS ALONG WITH THE REQUIRED LIABILITY INSURANCE FORMS, CLEARLY
DEMONSTRATING THAT THE CITY OF TEMECULA AS ALSO INSURED WITH
THE REQUIRED LIABILITY INSURANCE FOR THIS CONSTRUCTION PROJECT.
16. VAULTS, PEDESTALS, CONDUITS AND ALL OTHER TYPES OF SUBSTRUCTURE ARE EITHER
SPECIFIED ON THIS PLAN OR WILL BE SPECIFIED BY THE CONSTRUCTION ENGINEER. ANY AND
ALL DEVIATIONS FROM THE SPECIFIED TYPES OF MATERIAL MUST BE APPROVED BY THE
SYSTEM ENGINEER OR CONSTRUCTION ENGINEER, IN WRITING BEFORE INSTALLATION
THEREOF.
GENERAL NOTES
INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL;
LAND DEVELOPMENT
UTILITY PLAN GENERAL NOTES
41000 MAIN STREET
TEMECULA, CA 92590
Phone: 951-694-6444
www.temeculaca.gov
UTILITY CONSTRUCTION/SITE PLANS SHALL BE SUBMITTED FOR REVIEW AND INCLUDE THE FOLLOWING, BUT NOT
BE LIMITED TO:
1.THE CITY ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE
PUBLIC SAFETY.
2.BEFORE YOU DIG - CALL (TOLL FREE) (800)422-4133
3.WHERE THERE IS CONFLICT WITH THE PERMIT LANGUAGE AND APPROVED PLANS, THE APPROVED PLANS
SHALL GOVERN.
4.TRENCH REPAIR SHALL BE IN ACCORDANCE WITH CITY STANDARD DRAWING 407.
5.ALL FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD DRAWING 117.
6.CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS AND DRIVEWAY APPROACHES DAMAGED DURING
CONSTRUCTION SHALL BE REMOVED FROM JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY
STANDARDS AND THE GREENBOOK.
7.ALL DISTURBED LANDSCAPING AND OTHER IMPROVEMENTS SHALL BE REMOVED OR REPAIRED AND REPLACED
TO THE SATISFACTION OF PUBLIC WORKS.
8.ACCESS RAMPS SHALL BE REMOVED JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY
STANDARD DRAWING 402 AND MEET CURRENT ADA STANDARDS.
9.ANY SURVEY MONUMENTS DAMAGED OR DESTROYED SHALL BE RESET PER CITY STANDARDS BY A QUALIFIED
PROFESSIONAL PURSUANT TO THE CALIFORNIA BUSINESS AND PROFESSIONS CODE SECTION 8771.
10. FINAL COMPACTION TEST RESULTS SHALL BE PROVIDED BY A SOILS ENGINEER.
11. A PRE-CONSTRUCTION MEETING IS REQUIRED TWO (2) BUSINESS DAYS PRIOR TO ANY SCHEDULED WORK.
PERMITTEE SHALL CONTACT LDINSPECTIONS@TEMECULACA.GOV TO SCHEDULE A MEETING.
12. ALL U.S.A. MARK OUTS SHALL BE REMOVED PRIOR TO COMPLETION OF PROJECT.
13. A FINAL INSPECTION IS REQUIRED FOR ALL PROJECTS. PERMITTEE MUST CONTACT
LDINSPECTIONS@TEMECULACA.GOV TO VERIFY COMPLETION OF PROJECT.
14. STANDARD INSPECTION REQUEST SHALL INCLUDE:
IF USING A BLANKET PERMIT INDICATE WHETHER WORK IS EMERGENCY, EMERGENT, OR MAINTENANCE.
Ø PERMIT NUMBER:
Ø WORK ORDER NUMBER:
Ø INSPECTION DATE:
Ø INSPECTION TIME (IF APPLICABLE):
Ø INSPECTION TYPE (STORM DRAIN, PRECISE GRADE, NPDES, ETC.):
Ø INSPECTION LOCATION:
Ø ON-SITE LOCATION:
Ø REQUESTOR NAME:
Ø REQUESTOR COMPANY:
Ø CONTACT NUMBER:
Charter
NOTES:
1.ALL EXISTING STRUCTURES
TO BE PROTECTED IN PLACE.
2.OBTAIN AUTHORIZATION FROM PROPERTY OWNER(S)
PRIOR TO ANY WORK DONE WITHIN PRIVATE PROPERTY.
3.RESTORE LANDSCAPING &
IRRIGATION IN KIND.
TOTAL PULL THRU EX. CONDUIT (Rod & Rope)1,242 LFCOAX
SITE PLAN
SCOPE OF WORK:
TIE-IN POINT TO EXIST. HANHHOLE 1.
393' - ROD & ROPE OF NEW COAX TO PULL THRU
FROM EXIST. HH. 1 TO EX. HH. 2
503' - ROD & ROPE OF NEW COAX TO PULL THRU
FROM EXIST. HH. 2 TO EX. HH. 3
346' - ROD & ROPE OF NEW COAX TO PULL THRU
FROM EXIST. HH. 3 TO EX. HH. 4
323' BORE FROM EXIST. HH. 4 TO NEW VAULT 1.
PLACE NEW VAULT 1.
340' BORE FROM NEW VAULT 1 TO NEW VAULT 2.
PLACE NEW VAULT 2.
1' TRENCH FROM NEW VAULT 2 TO R/W.
STUB @ R/W.
LD23-4660
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 08/03/2023
08/03/2023 08/03/2023
08/03/20
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27560
27590
2760027445
12'18'21'28'47'
18'26'45'
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503' - ROD & ROPE4
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100'
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EX. HH.1
EX. HH.2
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SEE DETAIL "A" HEREIN
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DETAIL ''A''
N.T.S.
EXIST. CHARTER HH.4
EXIST. FIRE HYDRANT
PROPOSED CHARTER 2-2" CONDUIT 9'
EXCAVATION PLAN
REV#DATE DESCRIPTION INT
0
SCALE: 1"=40'
40'80'
SIDEWALKRAILROAD
T TREE
R/R S/W
FOC
R/W
EDGE OF PAVEMENT
CURB FACE
UNDERGROUND
CENTER LINE
CONCRETE
RIGHT OF WAY
FRONT OF CURB
EXISTING
FROM CURB FACE
CL
EOP
CF
U/G
CONC
EX
FCFEOP
C/L
R/W
FOC
SYMBOL/LINETYPE DESCRIPTIONABBRV.
TRAFFIC SIGNAL
HAND HOLE
FIRE HYDRANT
STREET LIGHT
MANHOLE
VALVE
PEDESTAL
UTILITY POLE
SYMBOL/LINETYPE DESCRIPTIONABBRV.
HH
F/H
MH
VLV
PED
SL
TS W
G
SS
SLC
SD
E
T
ELECTRIC
TELEPHONE
GAS
STORM DRAIN
SANITARY SEWER
WATER
OIL / PETROLEUMOIL
STREET LIGHT CONDUIT
SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV.
C&G CURB & GUTTERC&G
VENT
METERM
DRIVEWAYD/W
CURB FACE
GUTTER LIP
POLE
MTR
SIDEWALK DRAIN
POLE ANCHOR
FIBER OPTICFO
CATVTV
EXISTING STRUCTURES MISC.
LE
G
E
N
D
ADA RAMP
BACKFLOW
CONC.SIDEWALKCSW
P PARKING METER
STREET SIGN
BEHIND CURB FACEBCF
VERTICAL GROUND RODVGR
OVERHEADO/H
CONSTRUCTION NOTES:
1.BORE UNDER ALL CURBS AND GUTTERS.
2.PLACE VAULT OR PEDESTAL PARALLEL TO CURB.
3.USE SLURRY BACKFILL.
4.ALL CONDUITS SHALL BE SCH-40 UNLESS OTHERWISE
SPECIFIED. ALL SWEEPS TO POLES SHALL BE SCH-80.
5.ALL CHANGES IN SKETCHES AND PERMIT LIMITS MUST
HAVE PRIOR DEPT APPROVAL BY THE CITY'S PUBLIC
WORKS DEPARTMENT/ENGINEERING DIVISION.
6.WHEN CROSSING EXISTING UTILITY LINES THAT ARE
ALSO SAME DEPTH, PLACE NEW CONDUIT
UNDERNEATH EXISTING UTILITIES TO PROVIDE ONE (1)
FOOT MIN. VERTICAL CLEARANCE.
7.RESTORE LANDSCAPING & IRRIGATION.
8. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE.
9. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM
SCORE LINE TO SCORE LINE TO MEET CITY STANDARD.
10. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP
TEMPORARY TRAFFIC CONTROL PER APPROVED TRAFFIC
CONTROL PLAN.
11. ALL PROPOSED FACILITIES SHALL BE PLACED BEHIND CONCRETE
SIDEWALK OR IN GRASS/ DIRT AREA.
PROPOSED WORK LEGEND
NO. OF CONDUIT
LENGTH OF CONDUIT
SIZE OF CONDUIT
POTHOLE DIRT / ASPHALT
BORE PIT DIRT / ASPHALT
PROPOSED VAULT / PEDESTAL
PROPOSED TRENCH
BP
PHPH
BP
SYMBOL/LINETYPE DESCRIPTIONABBRV.
PROPOSED BORE
CONCRETE REPLACEMENT
/
PROPOSED ANCHOR
PROPOSED POLE
/
PROPOSED VGR
'
"
X
X X
PROPOSED MANHOLE
VT
NOTES:
1.ALL EXISTING STRUCTURES
TO BE PROTECTED IN PLACE.
2.OBTAIN AUTHORIZATION FROM PROPERTY OWNER(S)
PRIOR TO ANY WORK DONE WITHIN PRIVATE PROPERTY.
3.RESTORE LANDSCAPING &
IRRIGATION IN KIND.
CITY OF TEMECULA
Charter
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KEY NOTES:
2
3
4
6
7
8
393' - ROD & ROPE TO PULL THRU COAX
FROM EX. CHARTER HH.1 TO EX. CHARTER HH.2
(EX. CONDUIT TO REMAIN)
503' - ROD & ROPE TO PULL THRU COAX
FROM EXIST. CHARTER HH. 2 TO CHARTER HH.3
(EX. CONDUIT TO REMAIN)
TIE-IN TO EXIST. CHARTER HANDHOLE 1 IN DIRT.
STA 9+13 - 8' BCF
EXIST. CHARTER HANDHOLE 2 IN GRASS.
STA 5+30 - 8' BCF
346' - ROD & ROPE TO PULL THRU COAX
FROM EXIST. CHARTER HH. 3 TO CHARTER HH.4
(EX. CONDUIT TO REMAIN)
EXIST. CHARTER HANDHOLE 4 IN GRASS.
STA 2+74 - 8' BCF
EXIST. FIRE HYDRANT TO PROTECT IN PLACE
NOTE:
MAINTAIN 1' MINIMUM FROM THE
RIGHT OF WAY PER CITY STANDARD
LD23-4660
R
/
W
R
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E
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E
E
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T
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S
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R/W
R/W
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C L
C L
C L
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CL
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4
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G
8
"
V
C
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R/W
C&G10' D
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R/W12' D
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6' S
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R/W
C&G10' G
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A
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C&G
10' G
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C
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2
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BP
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27622
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11538
11538
27491 JEFFERSON AVE
P L
41704
"
'
2
323
2
EX. HH. 4 - VT1
BORE
STUB @ R/W"
'
1
1
2
VT2 - R/W
TRENCH
1
+
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3
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T
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63'
6
'
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4
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4'
46'
1+0
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4+0
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5+0
0
49'
9
'
1
'
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2
'
"
'
2
340
2
VT1 - VT2
BORE
9
'
1
'
3
2
'
92'
STA. 4+92
W
W
W
W
W
W
W
C L
1'
13'
12'
1
'
9
'
3
2
'
7
8
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10
11
100'
12'
50'
50'
38'
38'
12'
100'
12'
50'
50'
38'
38'
12'
C
&
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'
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C
&
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9
8
5
'
1
4
'
7
'
EX. HH.3
EX. HH.4
VT1
VT2
SEE DETAIL "A" HEREIN
SEE DETAIL "B" HEREIN
SEE DETAIL "C" HEREIN
9'
GRASSS/W
(
A
S
P
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12
BP
2'
12'18'21'28'47'
18'26'45'
1'
4'
5'
11'
49'
R/W
G
VT
D/W
9
'
1
'
12'
C&G6' G
R
A
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S
R/W
DETAIL ''B''
N.T.S.
PROPOSED CHARTER VAULT 2
PROPOSED CHARTER 2-2" CONDUIT
R/W
G
10' G
R
A
S
S
D/W
VT
9
'
1
'
13'
DETAIL ''C''
N.T.S.
PROPOSED CHARTER VAULT 3
PROPOSED CHARTER 2-2" CONDUIT
PROPOSED CHARTER 1-2" CONDUIT
C&G
R/W
EXCAVATION PLAN
REV#DATE DESCRIPTION INT
0
SCALE: 1"=40'
40'80'
SIDEWALKRAILROAD
T TREE
R/R S/W
FOC
R/W
EDGE OF PAVEMENT
CURB FACE
UNDERGROUND
CENTER LINE
CONCRETE
RIGHT OF WAY
FRONT OF CURB
EXISTING
FROM CURB FACE
CL
EOP
CF
U/G
CONC
EX
FCFEOP
C/L
R/W
FOC
SYMBOL/LINETYPE DESCRIPTIONABBRV.
TRAFFIC SIGNAL
HAND HOLE
FIRE HYDRANT
STREET LIGHT
MANHOLE
VALVE
PEDESTAL
UTILITY POLE
SYMBOL/LINETYPE DESCRIPTIONABBRV.
HH
F/H
MH
VLV
PED
SL
TS W
G
SS
SLC
SD
E
T
ELECTRIC
TELEPHONE
GAS
STORM DRAIN
SANITARY SEWER
WATER
OIL / PETROLEUMOIL
STREET LIGHT CONDUIT
SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV.
C&G CURB & GUTTERC&G
VENT
METERM
DRIVEWAYD/W
CURB FACE
GUTTER LIP
POLE
MTR
SIDEWALK DRAIN
POLE ANCHOR
FIBER OPTICFO
CATVTV
EXISTING STRUCTURES MISC.
LE
G
E
N
D
ADA RAMP
BACKFLOW
CONC.SIDEWALKCSW
P PARKING METER
STREET SIGN
BEHIND CURB FACEBCF
VERTICAL GROUND RODVGR
OVERHEADO/H
CONSTRUCTION NOTES:
1.BORE UNDER ALL CURBS AND GUTTERS.
2.PLACE VAULT OR PEDESTAL PARALLEL TO CURB.
3.USE SLURRY BACKFILL.
4.ALL CONDUITS SHALL BE SCH-40 UNLESS OTHERWISE
SPECIFIED. ALL SWEEPS TO POLES SHALL BE SCH-80.
5.ALL CHANGES IN SKETCHES AND PERMIT LIMITS MUST
HAVE PRIOR DEPT APPROVAL BY THE CITY'S PUBLIC
WORKS DEPARTMENT/ENGINEERING DIVISION.
6.WHEN CROSSING EXISTING UTILITY LINES THAT ARE
ALSO SAME DEPTH, PLACE NEW CONDUIT
UNDERNEATH EXISTING UTILITIES TO PROVIDE ONE (1)
FOOT MIN. VERTICAL CLEARANCE.
7.RESTORE LANDSCAPING & IRRIGATION.
8. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE.
9. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM
SCORE LINE TO SCORE LINE TO MEET CITY STANDARD.
10. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP
TEMPORARY TRAFFIC CONTROL PER APPROVED TRAFFIC
CONTROL PLAN.
11. ALL PROPOSED FACILITIES SHALL BE PLACED BEHIND CONCRETE
SIDEWALK OR IN GRASS/ DIRT AREA.
PROPOSED WORK LEGEND
NO. OF CONDUIT
LENGTH OF CONDUIT
SIZE OF CONDUIT
POTHOLE DIRT / ASPHALT
BORE PIT DIRT / ASPHALT
PROPOSED VAULT / PEDESTAL
PROPOSED TRENCH
BP
PHPH
BP
SYMBOL/LINETYPE DESCRIPTIONABBRV.
PROPOSED BORE
CONCRETE REPLACEMENT
/
PROPOSED ANCHOR
PROPOSED POLE
/
PROPOSED VGR
'
"
X
X X
PROPOSED MANHOLE
VT
NOTES:
1.ALL EXISTING STRUCTURES
TO BE PROTECTED IN PLACE.
2.OBTAIN AUTHORIZATION FROM PROPERTY OWNER(S)
PRIOR TO ANY WORK DONE WITHIN PRIVATE PROPERTY.
3.RESTORE LANDSCAPING &
IRRIGATION IN KIND.
CITY OF TEMECULA
Charter
MAT
C
H
L
I
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E
@
S
T
A
2
+
3
8
SEE
S
H
E
E
T
2
KEY NOTES:
5
(SEE VAULT DETAIL IN SHEET 1)
8
9
10
EXIST. CHARTER HANDHOLE 3 IN DIRT.
STA 0+63 - 6' BCF
EXIST. FIRE HYDRANT TO PROTECT IN PLACE
EXIST. TREE TO PROTECT IN PLACE
PLACE 2'X3' CHARTER VT 1
IN GRASS. STA 1+49 - 9' BCF
11 PLACE 2'X3' CHARTER VT 2
IN GRASS. STA 4+92 - 9' BCF
(SEE VAULT DETAIL IN SHEET 1)
12 EXIST. ADA RAMP TO PROTECT IN PLACE
NOTE:
MAINTAIN 1' MINIMUM FROM THE
RIGHT OF WAY PER CITY STANDARD
LD23-4660
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 1 of 2 Revised: 06/03/2019
APPLICATION INFORMATION PA No.: PERMIT NO.:
Type of Encroachment: Street/Storm Drain Sewer/Water Utility Trenching
Signing & Striping Traffic Signal Miscellaneous (SPECIFY BELOW)
The undersigned hereby applies to excavate, construct and otherwise encroach on City street right-of-way, as
follows:
Name(s) of street(s) and/or street address:
Utility Work Order #: Start Date: End Date:
In consideration of granting this application, all applicants including utility companies hereby agree to:
1. If applicable, submit two (2) sets of Construction Drawings along with two (2) sets of the appropriate Traffic Control Plans, proof
of City Business License for all parties involved, proof of Contractor’s License along with this application at the time of submittal.
See the Traffic Control Plan Checklist for details.
2. Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against
any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or dam age to
persons or property happening or occurring as a proximate result of any work under taken under the permit granted pursuant to
this application. (See below for specific liability insurance requirements.)
3. Remove/relocate any encroachment installed/maintained under this permit, upon written notice from the City Engineer.
4. Notify the Land Development Inspection Division via email at LDInspections@temeculaca.gov at least two (2) working days prior
to commencing construction. Hold a pre-construction meeting prior to the start of construction. The developer/general
contractor must be present for the timely request of inspections.
5. Comply with the Standard Specifications, most current Improvement Standard Drawings for Public Works Construction, City of
Temecula Municipal Code Chapters 13.04 and 18.12, terms and conditions of the permit and all applicable rules and regulations
for the City of Temecula and other public agencies having jurisdiction.
LIABILITY INSURANCE REQUIREMENTS
PROVIDE PROOF OF INSURANCE COVERAGE MEETING THE REQURIEMENTS STATED BELOW OR A CITY ATTORNEY APPROVED EQUIVALENT WITH
THE CITY NAMED AS ADDITIONAL INSURED. IN THE EVENT THAT THE INSURANCE IS PROVIDED BY THE CONTRACTOR, THE CITY AND THE
OWNER/DEVELOPER MUST BE NAMED AS ADDITIONAL INSURED.
THIS REQUREMENT SHALL BE MET BY EITHER THE APPLICANT (DEVELOPER, OWNER, PUBLIC UTILITY AGENCY OR FRANCHISE) OR BY THE
CONTRACTOR PERFORMING THE SUBJECT WORK, PRIOR TO BEGININNG ANY WORK PROPOSED UNDER THE SUBJECT ENCROACH MENT PERMIT.
Tie in point to existing handhole 1, 393' rod and rope of new coax to pull through from existing handhole 1 to
existing handhole 2, to existing handhole 3, and to existing handhole 4. bore from existing handhole 4 to new vault 1, to
new vault 2. Trench from new vault 2 to right of way.
27491 Jefferson Ave Temecula CA 92590
4672453 1 week from approval 1 week after start date
4
LD23-4660
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 08/03/2023
08/03/2023 08/03/2023
08/03/20
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 2 of 2 Revised: 06/03/2019
Proof of coverage shall be by certificate (Accord or equivalent) naming the City of Temecula as certificate holder and the minimum
limits of insurance coverage shall be as follows:
a. General Liability: One million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If
Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate lim it
shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
b. Automobile Liability: One million dollars ($1,000,000) per accident for bodily injury and property damage.
c. Worker’s Compensation as required by the State of California; Employer’s Liability: One million dollars ($1,000,000) per accident
for bodily injury or disease.
d. Course of Construction: Completed value of the project.
There is a limited exception to this requirement. Owners of single family homes doing work on the home’s driveway approach
located in the public right-of-way, may use their homeowners insurance with public liability and property damage coverage in at
least the following minimum limits and which will name the City of Temecula as an additional insured for the duration of the
encroachment permit:
BODILY INJURY $250,000.00 EACH PERSON
$500,000.00 EACH OCCURANCE
$500,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
PROPERTY DAMAGE $100,000.00 EACH OCCURANCE
$250,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
A combined single limit homeowner’s policy with aggregate limits in the amount of $1,000,000.00 will be considered equivalent to
the required minimum limits. Homeowners: a copy of the required homeowners insurance and a Certificate of Insurance showing
the City named as an additional insured shall be attached to the application.
The undersigned applicant and/or contractor states that they have read and agrees to meet all the conditions on this
application, including provisions of required liability insurance or a City Attorney approved equivalent, and acknowledges
that this application will be made a part of the encroachment permit.
APPLICANT’S INFORMATION (THIS SECTION MUST BE COMPLETED)
Company Name:
Mailing Address:
Contact: Phone #: E-mail:
I hereby warrant and represent to the City that I am authorized to execute this permit application on behalf of the
permittee and bind the permittee to the agreements contained herein and any conditions of the permit.
Authorized Signature: Date Applied:
CONTRACTOR’S INFORMATION
Company Name:
Mailing Address:
Contact: Phone #: 24-HR Emergency #:
State Contractor’s License #: Class: City Business License #:
tyrone.hawkins@charter.com
Charter Communications
7337 Central Ave Riverside CA, 92504
Karen Flores 562-332-9896 karen.flores@vvdcomm.net
07/05/2023
HHS Construction LLC
2042 S Grove Avenue Ontario CA 91761
John Navarette 909)393-3322
818906 A, C31, C10, B, C-7 049178